pso ATAPLAPANGAN40

35

30

25 pers.4 kkkkkkkkkk 20 pers.1

15 pers.2 10

e800 700 600 500 400 300 200 100

5

0 5

100

200

300

400

500

600

700

800

900

1000

pers.3 10

15

20

25

Karena daerah e maks. Tidak memenuhi > Diambil e = 570 mm

1/2 h - 80

30

35

40

pso ATAPTumpuan40

35

30

25

20

15

10

pers.2

e800 700 600 500 400 300 200 100

5

0 5

100

200

300

400

500

600

700

800

900

1000

30010 pers.4

pers.3

15

pers.1

20

25

Karena daerah e maks. Tidak memenuhi > Diambil e = 570 mm

1/2 h -80

30

35

40

pso LantaiLAPANGAN40

35

30

25 pers.4 20 pers.1

15 pers.2 10

e800 700 600 500 400 300 200 100

5

0 5

100

200

300

400

500

600

700

800

900

1000

30010 pers.3 15

20

25

Karena daerah e maks. Tidak memenuhi > Diambil e = 670 mm

1/2 h - 80

30

35

40

pso LantaiTumpuan40

35

30

25

20

15

10 pers.2

e800 700 600 500 400 300 200 100

5

0 5

100

200

300

400

500

600

700

800 pers.3

900

1000

30010 pers.4

15

pers.1

20

25

Karena daerah e maks. Tidak memenuhi > Diambil e = 670 mm

1/2 h -80

30

35

40

pers.2

pers.2

pers.2

A

B

A

B

4m

C

D

C

D

4m

37 m

57 cm

57 cm 130 cm 57 cm 150 cm

90 cm 100 cmPOT B - B

90 cm

Kabel Tendon

100 cm

POT A - A

Kabel Tendon POT C - C POT D - D

Garis Netral Kabel Tendon

E= 57 130 cm

BALOK ATAP

Garis Netral Kabel Tendon

E= 67 150 cm

37 m

BALOK LANTAI

Struktur Beton Gedung Lanjutan

PERHITUNGAN JARAK TENDON BALOK ATAP TAHAP AWAL ########## KNm C q1 = 19.8 ########## KNm D

44400.000 22200.0000 KN x 30 m 22200.000 KN

Lihat Perhitungan Momen Berat Sendiri.! Mx Pso Fci = = = ########## X 187483409 N 28 Mpa ############### 9.9000 X

As

= b . = = 500

h . 1000

500000 1/12 . b. h 1/12 . 500 . 1000 mm4

Ic

= = =

41666666666.7

ATAS 0.25 . fci - Pso As 0.25 . 1.3229 -187483409 + 500000 0.33071891 -374.96682 + + Pso . Ic 187483409 e 325 e . Ya Mbs x - Ic Mbs x . 325 . Ya

4.166667E+10 1.462371E+00 e -

4.1667E+10 7.8E-09 Mbs x

375.2975374 e

1.462371E+00 7.8000E-09

e -

0.0000000078000 . Mbs x 375.2975374

Mbs x + 1.462371E+00

Maarifal/062103018

Bandit Studio 06

Aswar Guzasi/062103006

Struktur Beton Gedung Lanjutan

X 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000

Mbs x -129841931234.157 -107651831234.157 -85481531234.157 -63331031234.157 -41200331234.157 -19089431234.157 3001668765.843 25072968765.843 47124468765.843 69156168765.843 91168068765.843 113160168765.843 135132468765.843 157084968765.843 179017668765.843 200930568765.843

ex -4.359151706E+02 -317.5574978 -199.3054344 -81.15898036 36.88186435 154.8170997 272.6467258 390.3707424 507.9891498 625.5019478 742.9091364 860.2107157 977.4066857 1094.497046 1.2114818E+03 1.328361E+03

BAWAH

-0.6

.

Fci

- Pso As

-

Pso e Yb + Mbs x . Yb Ic 187483409 e Ic 325 + Mbs x . 325

-0.6 .

28

187483409 500000

41666666667 1.46237059 e +

41666666667 0.00000000780000 Mbs x

-16.8000

374.966819 -

-391.76682

-1.4623706 e

+

0.00000000780000

Mbs x

e

0.0000000078000000

Mbs x -

391.766819

1.46237059

Maarifal/062103018

Bandit Studio 06

Aswar Guzasi/062103006

Struktur Beton Gedung Lanjutan

X 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000

Mbs x -129841931234.15700 -107651831234.15700 -85481531234.15730 -63331031234.15730 -41200331234.15730 -19089431234.15730 3001668765.84267 25072968765.84270 47124468765.84270 69156168765.84270 91168068765.84270 113160168765.84300 135132468765.84300 157084968765.84300 179017668765.84300 200930568765.84300

ex -960.450032 -842.0923593 -723.8402959 -605.6938418 -487.6529971 -369.7177617 -251.8881357 -134.164119 -16.54571166 100.9670863 218.374275 335.6758543 452.8718242 569.9621849 686.9469361 803.8260781

TAHAP AKHIR

-295939.23 KNm C

q=

3367

KN/m

-295939.23 KNm D

Q= 101010 KN 50505 x Ps Pso = 187483409 N = = = Pso 15% Pso 50505

85% Pso 159360898

Fci

=

28

Mpa

MDLx = MLLx =

232845 X - 7.76 109650 X 3.655

X X -

1047000000.00 508110000.00

Maarifal/062103018

Bandit Studio 06

Aswar Guzasi/062103006

Struktur Beton Gedung Lanjutan

Mtx

= MDLx + MLLx X 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 Mtx -1555110000 -1224031500 -915786000 -630373500 -367794000 -128047500 88866000 282946500 454194000.0 602608500 728190000.0 830938500 910854000 967936500 1002186000 1013602500

ATAS

-0.45 .

Fc'

-Ps As

+

Ps

e Ya - Mbs x Ya Ic Ic 325 -

Mtx. Ya Ic Mbsx 325 4.1667E+10 Mtx 325

-0.45 .

36

-159360898 + 500000

159360898 e

4.166667E+10

4.1667E+10

-16.2

-318.7218 1.243015

+

1.243015

e- 7.8E-09 Mbsx -

7.8E-09

Mtx Mtx

302.521796

e- 0.00000000780 Mbsx -

0.0000000078000

e

0.000000007800

Mbsx + 1.243015

0.000000007800

Mtx

302.521796

X 0

Mbs x -129841931234.15700

Mt x -1555110000

ex -581.1475516

Maarifal/062103018

Bandit Studio 06

Aswar Guzasi/062103006

Struktur Beton Gedung Lanjutan

1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000

-107651831234.15700 -85481531234.15730 -63331031234.15730 -41200331234.15730 -19089431234.15730 3001668765.84267 25072968765.84270 47124468765.84270 69156168765.84270 91168068765.84270 113160168765.84300 135132468765.84300 157084968765.84300 179017668765.84300 200930568765.84300

-1224031500 -915786000 -630373500 -367794000 -128047500 88866000 282946500 454194000.0 602608500 728190000.0 830938500 910854000 967936500 1002186000 1013602500

-439.8256916 -298.7713565 -157.9845462 -17.46526069 122.7864999 262.7707357 402.4874466 541.9366327 681.1182939 820.0324303 958.6790418 1097.058128 1235.16969 1373.013727 1510.590239

BAWAH Fc' e e

0.5

.

- Pso As

-

Pso e Yb + Mbs x . Yb + Ic Ic 325

Mt. Yb Ic

0.5

36

-159360898 - ########## e 500000

+ Mbsx. 325 4.1667E+10

+ Mt. 325 4.2E+10 7.8E-09 Mt Mt

41666666667 1.243015 e+ 7.8E-09 Mbsx + Mt Mt

3.0000

-318.7218

Mbsx + 7.8E-09 -321.7218 -321.7218

321.721796 1.243015

-1.243015003 e+ 7.8E-09 7.8E-09 Mbsx + Mbsx +

7.8E-09 7.8E-09 7.8E-09

1.243015

X 0 1000

Mbs x -129841931234.15700 -107651831234.15700

Mt x -1555110000 -1224031500

ex -1083.348724 -942.0268636

Maarifal/062103018

Bandit Studio 06

Aswar Guzasi/062103006

Struktur Beton Gedung Lanjutan

2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000

-85481531234.15730 -63331031234.15730 -41200331234.15730 -19089431234.15730 3001668765.84267 25072968765.84270 47124468765.84270 69156168765.84270 91168068765.84270 113160168765.84300 135132468765.84300 157084968765.84300 179017668765.84300 200930568765.84300

-915786000 -630373500 -367794000 -128047500 88866000 282946500 454194000.0 602608500 728190000.0 728190000.0 910854000 967936500 1002186000 1013602500

-800.9725284 -660.1857181 -519.6664327 -379.414672 -239.4304363 -99.71372537 39.7354607 178.9171219 317.8312583 455.8331163 594.8569565 732.9685183 870.8125553 1008.389067

Resume daerah aman terhadap perletakan tendon pada balok Atap. e 0 15 0 15 AWAL -435.9151706 1.328361E+03 -960.450032 803.8260781 AKHIR -581.1475516 1510.590239 -1083.348724 1008.389067

3 2 5

Maarifal/062103018

Bandit Studio 06

Aswar Guzasi/062103006

Struktur Beton Gedung Lanjutan

3 2 5

26 AWAL -435.9151706 1094.497046 AKHIR -581.1475516 1235.16969

-960.450032 569.9621849

-1083.348724 732.9685183

Perhitungan e dalam tinjauan setiap 1 mater mulai dari tumpuan ke lapangan. ATAP

e=

21

32.5 cm

e=

22

32.5 cm

Maarifal/062103018

Bandit Studio 06

Aswar Guzasi/062103006

Struktur Beton Gedung Lanjutan

400

300

2600 cm Untuk 1 meter di momen negatif 21 21 ex ex = 400 300

300 400 Untuk 1 meter di momen positif x 100 22 200 300 300 400 500 600 ex 200 700 800 900 1000 22 ex = 300 200 1100 1200 1300 ex = LANTAI 14.667 c